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1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
N1
CAL GREEN
REQUIREMENTS
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Job #
Sheet No.:
Scale
Date
OWNER:
SEAL:
SHEET DESCRIPTION :
10/8/24
23006
DATE REVISIONSNO:
REVISIONS
10211 MALINDA LN,
GARDEN GROVE, CA 92840
TEL: 714 - 487 - 7926
APDESIGNCA@GMAIL.COM
AP DESIGN
CONSULTING, INC
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SOUTHLAND HOMES REAL
ESTATE & INVESTMENT
1525 W CARLTON PL,
SANTA ANA, CA 92704
(714) - 350 - 6096
9/15/2024 PLAN CHECK1.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
T24.1
TITLE 24
- ADU
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Job #
Sheet No.:
Scale
Date
OWNER:
SEAL:
SHEET DESCRIPTION :
10/8/24
23006
DATE REVISIONSNO:
REVISIONS
10211 MALINDA LN,
GARDEN GROVE, CA 92840
TEL: 714 - 487 - 7926
APDESIGNCA@GMAIL.COM
AP DESIGN
CONSULTING, INC
Pr
o
j
e
c
t
f
o
r
:
SOUTHLAND HOMES REAL
ESTATE & INVESTMENT
1525 W CARLTON PL,
SANTA ANA, CA 92704
(714) - 350 - 6096
9/15/2024 PLAN CHECK1.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
15
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Job #
Sheet No.:
Scale
Date
OWNER:
SEAL:
SHEET DESCRIPTION :
10/8/24
23006
DATE REVISIONSNO:
REVISIONS
10211 MALINDA LN,
GARDEN GROVE, CA 92840
TEL: 714 - 487 - 7926
APDESIGNCA@GMAIL.COM
AP DESIGN
CONSULTING, INC
Pr
o
j
e
c
t
f
o
r
:
SOUTHLAND HOMES REAL
ESTATE & INVESTMENT
1525 W CARLTON PL,
SANTA ANA, CA 92704
(714) - 350 - 6096
9/15/2024 PLAN CHECK1.
T24.2
TITLE 24
CONT.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
DATE:3/4/2024
1525 W CARLTON PL, UNIT 2
SANTA ANA, CA 92704
STRUCTURAL CALCULATIONS FOR
Pro ect:
NEW DETACHED ADU
ADDRESS:
Page 1 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Project:NEW DETACHED ADU
Address:1525 W Carlton Pl, Unit 2, Santa Ana, CA 92704
DATE: 03/04/24
ROOF:SHINGLE
Slope 2:12
Live Load 20 psf
Roof'g Material 4 psf
Sheathing 1.5 psf
Trusses / Rafters 2.0 psf
Ceiling Joists 2.0 psf
Drywall 1.5 psf
Sprinkler 0.5 psf
Solar 3.0 psf
Miscellaneous 0.5 psf
Total D.L.15 psf
Total Load 35 psf
EXTERIOR WALL:
EXTERIOR:9
DRYWALL:3.0
STUDS:2.0
MISC.:1.0
DL=15.0 PSF
INTERIOR WALL:
DRYWALL:3
DRYWALL:3.0
STUDS:2.0
MISC.:2.0
DL=10.0 PSF
LOADING CONDITIONS
Page 2 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
ASCE 7 Hazards Report
Address:
1525 W Carlton Pl
Santa Ana, California
92704
Standard:ASCE/SEI 7-22 Latitude:33.722724
Risk Category:II Longitude:-117.889532
Soil Class:D - Stiff Soil Elevation:51.12345301062236 ft
(NAVD 88)
Wind
Results:
Wind Speed 95 Vmph
10-year MRI 66 Vmph
25-year MRI 72 Vmph
50-year MRI 76 Vmph
100-year MRI 81 Vmph
300-year MRI 89 Vmph
700-year MRI 95 Vmph
1,700-year MRI 102 Vmph
3,000-year MRI 106 Vmph
10,000-year MRI 115 Vmph
100,000-year MRI 133 Vmph
1,000,000-year MRI 151 Vmph
Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2
Date Accessed: Mon Oct 30 2023
Page 1 of 5https://asce7hazardtool.online/Mon Oct 30 2023
Page 3 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-22 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service
Level wind speeds, all other wind speeds are Ultimate wind speeds.
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-22 Section 26.2.
Page 2 of 5https://asce7hazardtool.online/Mon Oct 30 2023
Page 4 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
PGA M : 0.65
SMS : 1.74
SM1 : 1.21
SDS : 1.16
SD1 : 0.81
T L : 8
SS : 1.48
S1 : 0.53
VS30 : 260
Seismic Design Category:
D - Stiff Soil
D
Multi-Period Design Spectrum
S (g) vs T(s)a
Multi-Period MCE SpectrumR
S (g) vs T(s)a
Two-Period Design Spectrum
S (g) vs T(s)a
Two-Period MCE SpectrumR
S (g) vs T(s)a
Design Vertical Response Spectrum
Vertical ground motion data has not yet been made
available by USGS.
MCE Vertical Response SpectrumR
Vertical ground motion data has not yet been made
available by USGS.
Seismic
Site Soil Class:
Results:
Page 3 of 5https://asce7hazardtool.online/Mon Oct 30 2023
Page 5 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Data Accessed: Mon Oct 30 2023
Date Source:
USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for
site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS.
Page 4 of 5https://asce7hazardtool.online/Mon Oct 30 2023
Page 6 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of
any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers;
or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from
reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability,
currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement,
affiliation, relationship, or sponsorship of such third-party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent
professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.
In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors,
employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential
damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by
law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE 7 Hazard Tool.
Page 5 of 5https://asce7hazardtool.online/Mon Oct 30 2023
Page 7 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
DESIGN AND MATERIAL SPECIFICATIONS (OC)
BUILDING CODE: CBC 2022
Fb F F E
BEAMS 5" OR MORE THICK - NO. 1 1350 675 85 1.6
POSTS 5" OR MORE THICK - NO. 1 1350 675 85 1.6
P.S.L BEAMS ESR - 1387 2900 2025 290 2
DOUGLAS FIR - LARCH - NO. 2 875 575 95 1.6
REINFORCING STEEL:STM A615, GRADE 40
STRUCTURAL STEEL:GRADE A36
FOUNDATIONS: SSUME SOIL PRESSURE IS 1500 PSF
CONCRETE:2500 PSI UNLESS OTHERWISE SPECIFIED
MASONRY:1900 PSI
GROUT : TYPE M
LUMBER: ALL STRUCTURAL MEMBERS SHALL BE DOUGLAS FIR-LARCH UNLESS
Page 8 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Level
Member Name Results (Max UTIL
%)
Current Solution Comments
R1: 2X6 R.R. @ 16" O.C.Passed (92% ΔT)1 piece(s) 2 x 6 DF No.2 @ 16" OC
C1: 2X8 C.J. @ 16" O.C.Passed (101% M)1 piece(s) 2 x 8 DF No.2 @ 16" OC
BM1: HEADER AT LIVING Passed (63% M)1 piece(s) 4 x 6 DF No.2
BM2: HEADER AT PATIO Passed (72% M)1 piece(s) 4 x 8 DF No.2
23006 - 1525 W Carlton Pl
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 3/5/2024 7:08:52 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.7
File Name: 23006 - 1525 W Carlton Pl
Page 1 / 5
Page 9 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)277 @ 2 1/2"2231 (3.50")Passed (12%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)246 @ 8 15/16"1238 Passed (20%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)866 @ 6' 8"1060 Passed (82%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.516 @ 6' 8"0.655 Passed (L/305)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.804 @ 6' 8"0.873 Passed (L/196)--1.0 D + 1.0 Lr (All Spans)
Member Length : 13' 7 1/8"
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 2/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•A 15% increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Beveled Plate - SPF 3.50"3.50"1.50"99 178 277 Blocking
2 - Beveled Plate - SPF 3.50"3.50"1.50"99 178 277 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 8" o/c
Bottom Edge (Lu)13' 6" o/c
Dead Roof Live
Vertical Load Location (Side)Spacing (0.90)(1.25)Comments
1 - Uniform (PSF)0 to 13' 4"16"11.0 20.0 Default Load
Member Notes
2X6 R.R. @ 16" O.C. (MAX SPAN = 12'-9")
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Level, R1: 2X6 R.R. @ 16" O.C.
1 piece(s) 2 x 6 DF No.2 @ 16" OC
ForteWEB Software Operator Job Notes 3/5/2024 7:08:52 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
File Name: 23006 - 1525 W Carlton Pl
Page 2 / 5
Page 10 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)300 @ 2 1/2"2231 (3.50")Passed (13%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)281 @ 10 3/4"1631 Passed (17%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)1715 @ 8' 6"1700 Passed (101%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.618 @ 8' 10 3/8"0.871 Passed (L/338)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)1.099 @ 8' 10 5/16"1.161 Passed (L/190)--1.0 D + 1.0 Lr (All Spans)
Member Length : 17' 10"
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•A 15% increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"127 173 300 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"122 168 290 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6" o/c
Bottom Edge (Lu)17' 10" o/c
Dead Roof Live
Vertical Loads Location (Side)Spacing (0.90)(1.25)Comments
1 - Uniform (PSF)0 to 17' 10"16"6.0 10.0 Default Load
2 - Point (lb)8' 6"N/A 106 103
Member Notes
2X8 C.J. @ 16" O.C. (MAX SPAN = 21'-3")
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Level, C1: 2X8 C.J. @ 16" O.C.
1 piece(s) 2 x 8 DF No.2 @ 16" OC
ForteWEB Software Operator Job Notes 3/5/2024 7:08:52 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
File Name: 23006 - 1525 W Carlton Pl
Page 3 / 5
Page 11 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)982 @ 0 3281 (1.50")Passed (30%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)773 @ 7"2888 Passed (27%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)1350 @ 2' 9"2151 Passed (63%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.053 @ 2' 9"0.183 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.095 @ 2' 9"0.275 Passed (L/697)--1.0 D + 1.0 Lr (All Spans)
Member Length : 5' 6"
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"432 550 982 None
2 - Trimmer - SPF 1.50"1.50"1.50"432 550 982 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Roof Live
Vertical Loads Location Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 4.9 --
1 - Uniform (PSF)0 to 5' 6"10'15.2 20.0 Default Load
Member Notes
HEADER AT LIVING
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Level, BM1: HEADER AT LIVING
1 piece(s) 4 x 6 DF No.2
ForteWEB Software Operator Job Notes 3/5/2024 7:08:52 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
File Name: 23006 - 1525 W Carlton Pl
Page 4 / 5
Page 12 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1389 @ 0 3281 (1.50")Passed (42%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)1128 @ 8 3/4"3806 Passed (30%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)2692 @ 3' 10 1/2"3737 Passed (72%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.091 @ 3' 10 1/2"0.258 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.164 @ 3' 10 1/2"0.313 Passed (L/568)--1.0 D + 1.0 Lr (All Spans)
Member Length : 7' 9"
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (5/16").
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"614 775 1389 None
2 - Trimmer - SPF 1.50"1.50"1.50"614 775 1389 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 9" o/c
Bottom Edge (Lu)7' 9" o/c
Dead Roof Live
Vertical Loads Location Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 7' 9"N/A 6.4 --
1 - Uniform (PSF)0 to 7' 9"10'15.2 20.0 Default Load
Member Notes
HEADER AT PATIO
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Level, BM2: HEADER AT PATIO
1 piece(s) 4 x 8 DF No.2
ForteWEB Software Operator Job Notes 3/5/2024 7:08:52 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
File Name: 23006 - 1525 W Carlton Pl
Page 5 / 5
Page 13 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Page 14 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
WIND LOAD (ASCE 7-22 MWFRS)
Analysis Method Analytic Directional Procedure
Basic Wind Speed (ultimate) 95.00 MPH
Topography Factor Kzt =1.00
Directionality Factor Kd =0.85
Gust Effect Factor G = 0.85
Internal Pressure Coefficients (GCpi) =0.18 -0.18
Roof Pitch 2.00 :12 9.46 DEG
Roof Eve Height 10.000 ft
Peak Roof Height 12.250 ft
Mean Roof Height 10.000 ft
Terrain Exp. Category C
Building Length, Parallel to wind direction, L= 52 ft L/B = 2.89
Builing Width, Perpendicular to wind direction, B = 18 ft h/L = 0.19
Elevation Ht. 51.12 ft
Ke =1.00
α = 9.5
zg = 900
Velocity Pressures q z =.00256K z K zt K K e V
Height (ft)Kz Kzt Kd Ke V (MPH)qz
10.00 0.849 1.00 0.85 1.00 95.00 16.64
10.00 0.849 1.00 0.85 1.00 95.00 16.64
10.000 0.849 1.00 0.85 1.00 95.00 16.64
0.849 1.00 0.85 1.00 95.00 16.64
0.849 1.00 0.85 1.00 95.00 16.64
0.849 1.00 0.85 1.00 95.00 16.64
Design Pressures p = qGC p - q h (GC pi )
Note: Pressures are limit state design pressures for strength design. Multiple by 0.6 for ASD.
Transverse Direction:
z (ft)qz (psf) Cp qGCp (+GCpi) (-GCpi)
10.00 16.64 0.80 11.32 8.32 14.31
0.00 16.64 0.80 11.32 8.32 14.31
0.00 16.64 0.80 11.32 8.32 14.31
0.00 16.64 0.80 11.32 8.32 14.31
10.00 16.64 -0.26 -3.61 -6.61 -0.62
Windward Roof (Positive)10.00 16.64 -0.18 -2.55 -5.54 0.45
Windward Roof (Negative)10.00 16.64 -0.70 -9.90 -12.90 -6.91
10.00 16.64 -0.30 -4.24 -7.24 -1.25
-1.70 -1.70
8.00
Longitudinal Direction:
z (ft)qz (psf) Cp qGCp (+GCpi) (-GCpi)
10.00 16.64 0.80 11.32 8.32 14.31
0.00 16.64 0.80 11.32 8.32 14.31
0.00 16.64 0.80 11.32 8.32 14.31
0.00 16.64 0.80 11.32 8.32 14.31
10.00 16.64 -0.50 -7.07 -10.07 -4.08
Windward Roof (Positive)10.00 16.64 -0.18 -2.55 -5.54 0.45
Windward Roof (Negative)10.00 16.64 -0.94 -13.36 -16.35 -10.36
10.00 16.64 -0.52 -7.39 -10.38 -4.39
-4.84 -4.84
8.00
Longitudinal Transverse
1 10.000 2.250 10.00 110 91
Windward Wall
Leeward Wall
Leeward Roof
Total Roof load, pr =
MIN (SIN* pr , 8) =
Level Height Height Above Below Wind Load (plf)
Windward Wall
Leeward Wall
Leeward Roof
Total Roof load, pr =
MIN (SIN* pr , 8) =
Page 15 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
SEISMIC LOAD ASCE 7-22
Risk Category II
Importance Factor (I) 1.00
Site Class D - Default
Seismic Design Category D
Response Spectral Acc. (0.2 sec) (Ss) =1.480
Response Spectral Acc. (1.0 sec) (S1) =0.530
Fa =1.200
Fv =1.77
Max. Considered earthquake acc. SMS 1.740
Max. Considered earthquake acc. SM1 0.938
Design spectral acc. At short period S DS 1.160
Design spectral acc. at 1s period SD1 0.625
Response modification coefficient (R) 6.5
System overstrength coefficient (Ω) 2.5
Building period coeficient (CT) =0.02
Building Height (ft) 12.25 (65ft maximum)
Building period T=Ta (sec)0.131
Long Period Transition Period (TL) =8
Minimum Cs 0.051
Maximum Cs 0.735
Seismic response coefficient C s 0.178
Adjusted Cs 0.178
Design Base Shear V = 0,178W
Page 16 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
BUILING WEIGHT
Section
Roof/ Floor Weight: P floor = A*(Q partion + Q floor/roof) Wall Weight Pwall = Qwall * hwall *L perimeter
Area (A) = 935 sqft Qwall = 15 psf
Q partion = 5 psf hwall = 5 ft
Q floor/roof = 15 psf Lperimeter = 139.92 ft
P floor = 18700 lbs Pwall = 10494 lbs
Cs =0.178 ta =0.131
Total Weight, W = 29194 lbs k =1.000
V = CsW = 5210 lbs SDS =1.160
Shear Wall Force Linear Forces for Shear Wall
hxwx Area Qe (psf)
Section hx (ft)wx (lbs)hxwx (ft-lbs)hxwx CvxV
10.0 29,194 291940 1.00 5,210 935 5.57
0 0.00 0 0.00
0 0 0.00 0 0.00
0 0 0.00 0 0.00
0 0 0
Page 17 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
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Page 18 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
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Page 19 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
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Page 20 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
FOUNDATION: ADDTION
1500 psf
Trib Trib Wall Height
DL(psf) LL(psf) roof(ft) DL(psf) LL(psf) floor(ft) DL(psf) wall(ft)
15 20 10 15 10
Roof: (DL+LL) (Trib) = 350 plf
Floor: (DL+LL) (Trib) = 0 plf
Wall: DL (Height)= 150 plf
500 plf
500 /(12"/12) = 500 psf< 1500 psf
P(allowable)
P(allowable) = 5835 #
18
"
Allowable soil bearing value:
Roof Floor
use 12" wide cont. ftg w/ 2-#4 top & bott.
Page 21 of 21
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:ADU Calculation Date/Time:2024-03-04T19:56:13-08:00 (Page 1 of 10)
Calculation Description:Title 24 Analysis Input File Name:23006 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-03-04 19:56:30
GENERAL INFORMATION
01 Project Name ADU
02 Run Title Title 24 Analysis
03 Project Location 1525 W Carlton Pl, Unit 2
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92704 07 Software Version EnergyPro 9.2
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed 13 Number of Bedrooms 1
14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)n/a 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)749 19 Glazing Percentage (%)10.68%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type Natural gas 23 No Dwelling Unit:No
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
424-P010038730A-000-000-0000000-0000 03/04/2024 22:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:ADU Calculation Date/Time:2024-03-04T19:56:13-08:00 (Page 2 of 10)
Calculation Description:Title 24 Analysis Input File Name:23006 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-03-04 19:56:30
ENERGY DESIGN RATINGS
Energy Design Ratings Compliance Margins
Source Energy
(EDR1)
Efficiency1 EDR
(EDR2efficiency)
Total2 EDR
(EDR2total)
Source Energy
(EDR1)
Efficiency1 EDR
(EDR2efficiency)
Total2 EDR
(EDR2total)
Standard Design 35.6 38.3 27.6
Proposed Design 35.4 38.1 27.5 0.2 0.2 0.1
RESULT3: PASS
1Efficiency EDR includes improvements like a better building envelope and more efficient equipment
2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries
3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded
•Standard Design PV Capacity: 1.74 kWdc
•PV System resized to 1.74 kWdc (a factor of 1.744) to achieve 'Standard Design PV' PV scaling
424-P010038730A-000-000-0000000-0000 03/04/2024 22:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:ADU Calculation Date/Time:2024-03-04T19:56:13-08:00 (Page 3 of 10)
Calculation Description:Title 24 Analysis Input File Name:23006 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-03-04 19:56:30
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0.48 2.23 1.37 10.06 -0.89 -7.83
Space Cooling 1.2 28.06 0.8 24.47 0.4 3.59
IAQ Ventilation 0.38 4.02 0.38 4.02 0 0
Water Heating 2.15 22.9 1.63 18.34 0.52 4.56
Self
Utilization/Flexibility
Credit
0 0
Efficiency Compliance
Total 4.21 57.21 4.18 56.89 0.03 0.32
Photovoltaics -2.55 -76.85 -2.55 -76.58
Battery 0 0
Flexibility
Indoor Lighting 0.96 9.03 0.96 9.03
Appl. & Cooking 6.32 41.69 6.29 41.32
Plug Loads 4.82 49.09 4.82 49.09
Outdoor Lighting 0.21 1.82 0.21 1.82
TOTAL COMPLIANCE 13.97 81.99 13.91 81.57
424-P010038730A-000-000-0000000-0000 03/04/2024 22:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:ADU Calculation Date/Time:2024-03-04T19:56:13-08:00 (Page 4 of 10)
Calculation Description:Title 24 Analysis Input File Name:23006 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-03-04 19:56:30
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 21.25 20.61 0.64 3.01
Net EUI2 8.27 7.63 0.64 7.74
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED PV SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
DC System Size
(kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth
(deg)
Tilt
Input
Array Angle
(deg)
Tilt: (x in
12)
Inverter Eff.
(%)
Annual
Solar Access
(%)
1.74 NA Standard (14-17%)Fixed none true 150-270 n/a n/a <=7:12 96 98
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3)
•Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Quality insulation installation (QII)
•Indoor air quality ventilation
•Kitchen range hood
•Verified Refrigerant Charge
•Airflow in habitable rooms (SC3.1.4.1.7)
•Verified heat pump rated heating capacity
•Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5)
•Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8)
424-P010038730A-000-000-0000000-0000 03/04/2024 22:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:ADU Calculation Date/Time:2024-03-04T19:56:13-08:00 (Page 5 of 10)
Calculation Description:Title 24 Analysis Input File Name:23006 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-03-04 19:56:30
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft2)Number of Dwelling
Units Number of Bedrooms Number of Zones Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
ADU 749 1 1 1 0 1
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
Living Conditioned HVAC1 749 10 DHW Sys 1 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)
EAST WALL 2X4 Living R-13 Wall 90 Front 180 32 90
SOUTH WALL 2X4 Living R-13 Wall 180 Left 417.5 8 90
WEST WALL 2X4 Living R-13 Wall 270 Back 180 0 90
NORTH WALL 2X4 Living R-13 Wall 0 Right 417.5 60 90
Roof Living R-30 Roof Attic n/a n/a 749 n/a n/a
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic Living Attic RoofLiving Ventilated 2 0.1 0.85 No No
424-P010038730A-000-000-0000000-0000 03/04/2024 22:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:ADU Calculation Date/Time:2024-03-04T19:56:13-08:00 (Page 6 of 10)
Calculation Description:Title 24 Analysis Input File Name:23006 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-03-04 19:56:30
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
W4030 Window EAST WALL 2X4 Front 90 1 12 0.3 NFRC 0.23 NFRC Bug Screen
W2020 Window SOUTH WALL
2X4 Left 180 1 4 0.3 NFRC 0.23 NFRC Bug Screen
W2020 2 Window SOUTH WALL
2X4 Left 180 1 4 0.3 NFRC 0.23 NFRC Bug Screen
W5040 Window NORTH WALL
2X4 Right 0 1 20 0.3 NFRC 0.23 NFRC Bug Screen
W5040 2 Window NORTH WALL
2X4 Right 0 1 20 0.3 NFRC 0.23 NFRC Bug Screen
W5040 3 Window NORTH WALL
2X4 Right 0 1 20 0.3 NFRC 0.23 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
D3068 EAST WALL 2X4 20 0.5
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab-on-Grade Living 749 140 none 0 80%No
424-P010038730A-000-000-0000000-0000 03/04/2024 22:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:ADU Calculation Date/Time:2024-03-04T19:56:13-08:00 (Page 7 of 10)
Calculation Description:Title 24 Analysis Input File Name:23006 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-03-04 19:56:30
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-13 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.101
Inside Finish: Gypsum Board
Cavity / Frame: R-13 / 2x4
Exterior Finish: 3 Coat Stucco
Attic RoofLiving Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
R-30 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-30 None / None 0.032
Over Ceiling Joists: R-20.9 insul.
Cavity / Frame: R-9.1 / 2x4
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
424-P010038730A-000-000-0000000-0000 03/04/2024 22:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:ADU Calculation Date/Time:2024-03-04T19:56:13-08:00 (Page 8 of 10)
Calculation Description:Title 24 Analysis Input File Name:23006 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-03-04 19:56:30
WATER HEATERS - NEEA HEAT PUMP
01 02 03 04 05 06 07 08
Name # of Units Tank Vol. (gal)NEEA Heat Pump
Brand
NEEA Heat Pump
Model Tank Location Duct Inlet Air Source Duct Outlet Air Source
DHW Heater 1 1 40 Rheem XE40T10HS45U0 (40
gal, JA13)Outside Living Living
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
HVAC1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 n/a n/a Setback
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationHeating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 1 VCHP-ductless 1 HSPF 8 24000 22000 EERSEER 14 11 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
424-P010038730A-000-000-0000000-0000 03/04/2024 22:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:ADU Calculation Date/Time:2024-03-04T19:56:13-08:00 (Page 9 of 10)
Calculation Description:Title 24 Analysis Input File Name:23006 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-03-04 19:56:30
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes
VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09 10
Name
Certified
Low-Static
VCHP System
Airflow to
Habitable
Rooms
Ductless Units
in Conditioned
Space
Wall Mount
Thermostat
Air Filter Sizing
& Pressure
Drop Rating
Low Leakage
Ducts in
Conditioned
Space
Minimum
Airflow per
RA3.3 and
SC3.3.3.4.1
Certified
non-continuous
Fan
Indoor Fan not
Running
Continuously
Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness -
SRE/ASRE
Includes Fault
Indicator Display?HERS Verification Status
SFam IAQVentRpt 37 0.35 Exhaust No n/a / n/a No Yes
424-P010038730A-000-000-0000000-0000 03/04/2024 22:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:ADU Calculation Date/Time:2024-03-04T19:56:13-08:00 (Page 10 of 10)
Calculation Description:Title 24 Analysis Input File Name:23006 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-03-04 19:56:30
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Anh Phan
AP DESIGN CONSULTING, INC 03/04/2024
9636 Garden Grove Blvd, Ste #7
Garden Grove, CA 92844 714-487-7926
Anh Phan
AP DESIGN CONSULTING, INC 03/04/2024
9636 Garden Grove Blvd, Ste #7 N/A
Garden Grove, CA 92844 714-487-7926
424-P010038730A-000-000-0000000-0000 03/04/2024 22:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025
SANTA ANA CITY COUNCIL
Mayor
vamezcua@santa-ana.org
Mayor Pro Tem, Ward 3
jessielopez@santa-ana.org
Ward 1
tphan@santa-ana.org
Ward 2
bvazquez@santa-ana.org
Ward 4
pbacerra@santa-ana.org
Ward 5
jryanhernandez@santa-ana.org
Ward 6
dpenaloza@santa-ana.org
MAYOR
Valerie Amezcua
MAYOR PRO TEM
Jessie Lopez
COUNCILMEMBERS
Phil Bacerra
Johnathan Ryan Hernandez
David Penaloza
Thai Viet Phan
Benjamin Vazquez
CITY OF SANTA ANA
PLANNING AND BUILDING AGENCY
20 Civic Center Plaza ● P.O. Box 1988
Santa Ana, California 92702
www.santa-ana.org
ACTING CITY MANAGER
Steven Mendoza
CITY ATTORNEY
Sonia R. Carvalho
CITY CLERK
Jennifer L. Hall
November 4, 2023
Also sent via email to loanpham8688@gmail.com
Loan Pham
Southland Home Real Estate & Investment LLC
17021 Bolero Lane
Huntington Beach, CA 92649
Subject: Address Assignment for a Detached Accessory Dwelling Unit located at 1525 West
Carlton Place (APN: 408-324-25) in Santa Ana, CA
Dear Mr. Pham,
The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing
within the City of Santa Ana's jurisdiction. This letter confirms the address assignment for a 749-square-
foot detached ADU with an attached patio located at 1525 West Carlton Place (APN: 408-324-25). Notice
is hereby given that the following assigned address shall be posted onsite per the approved address
plan, attached hereto as Exhibit A.
Address to be Activated/Posted
To subdivide commercial and/or residential units into multiple units, a building permit (and all other
associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified
during inspections by the Building Safety Division.
Please update your records accordingly. Should you have any questions, feel free to contact me by phone
at (714) 667-2753 or by email at PRaj@santa-ana.org.
Sincerely,
Punkaj Raj
Planning Technician
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Address Letter for 1525 West Carlton Place
Page 2 of 2
Exhibit A – Address Plan
c:
Vencent Quaglia, United States Post Office
Chris Tuiolosega, United States Post Office
Cipriano Corona, Marketing Manager, United States Post Office
Alex Alvarez, Postmaster Santa Ana, United States Post Office
Federal Express, Administration
Cathy Joseph, Garden Grove Unified School District
Christine Hy, Garden Grove Unified School District
Cathy Slader, Orange Unified School District
Orin Williams, Santa Ana Unified School District
Yvette Miranda, Santa Ana Unified School District
Cristina Bernal, Tustin Unified School District
Mishele Richards, Orange County Fire Authority, GEO Files Coordinator
Orange County Fire Authority
Neal Kelly, Registrar of Voters
Members, Board of Supervisors
Southern California Gas Company
Southern California Edison Company
Claude Parrish, County Assessor's Office
SAG, AT&T
UPS, Administration
City Manager's Office
Beverly Martin, Police Community Services Specialist
Boris Duran, Police Systems Manager
Jennifer Mendoza, Police Communications Manager
Chris Hubbard, Police Systems Support Analyst
Alejandra Gutierrez, Treasury & Customer Services Manager
Hector Jimenez, Revenue Supervisor
Alfonso Chavez, Utilities Customer Services Supervisor
Judson Brown, Housing & Neighborhood Development Manager
Rudy Rosas, Principal Civil Engineer
Zdenek (Zed) Kekula, Principal Civil Engineer
Jason Kwak, Building Safety Manager
Evelyn LaRocca, Permit Supervisor
Kathy Hernandez, Permit Technician
Julie Amsden, Permit Technician
Ali Pezeshkpour, Planning Manager
Jerry Guevara, Senior Planner
Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Exhibit A: Address Plan
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
BA 2 0 2 3 0 2 2 1 9 8 9
Entity Details
Limited Liability Company Name SOUTHLAND HOMES & REAL ESTATE AND
INVESTMENT, LLC
Entity No.200515910101
Formed In CALIFORNIA
Street Addres s of Pr inc ipal O ffic e of LLC
Principal Address 17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
Mailing Addr es s of LLC
Mailing Address 17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
Attention
Street Addres s of California O ffic e of LLC
Street Address of California Office 17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
Manager (s ) or Member (s )
Manager or Member Name Manager or Member Addres s
•KHANH DAO 17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
+TIFFANY PHAM 17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
Agent for Serv ic e of Proc es s
Agent Name TIFFANY LOAN PHAM
Agent Address 17021 BOLERO LN
HUNTINGTON BEACH, CA 92649
Ty pe of Bus ines s
Type of Business REAL ESTATE
Email Notific ations
Opt-in Email Notifications No, I do NOT want to receive entity notifications via email. I
prefer notifications by USPS mail.
Chief Ex ec utiv e O ffic er (CEO )
CEO Name CEO Addres s
None Entered
Labor J udgment
No Manager or Member, as further defined by California Corporations Code section 17702.09(a)(8), has an
outstanding final judgment issued by the Division of Labor Standards Enforcement or a court of law, for which no
appeal is pending, for the violation of any wage order or provision of the Labor Code.
STATE OF CA LIFOR NIA
Office of the Secretary of State
STATEMENT OF INFOR MATION
LIMITED LIAB ILITY COMPANY
California Secretary of State
1500 11th Street
Sacramento, California 95814
(916) 653-3516
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For Office Use Only
-FILED-
File No.: BA20230221989
Date Filed: 2/7/2023
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Elec tronic Signatur e
By signing, I affirm under penalty of perjury that the information herein is true and correct and that I am authorized by
California law to sign.
Tiffany Pham
Signature
02/07/2023
Date
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Page 2 of 2
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Planning & Building Agency
Building and Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714)-647-5800
www.santa-ana.org
DETACHED ADU -
GRADING PERMIT EXEMPTION
CHECKLIST
PCC-16
REV: 09/03/2020 Page 1 of 1
THIS FORM SHALL BE COMPLETED BY A CALIFORNIA REGISTERED CIVIL ENGINEER.
Instructions: In order to qualify for the grading permit exemption for detached Accessory
Dwelling Unit (ADU) projects per handout PCC-15, the registered civil engineer of record shall
complete all sections, check all boxes and sign the certification section below. A copy of this
checklist shall be attached to each of TWO sets of plans. If answering NO to any of the
questions, a grading permit shall be required.
Project Address:
Yes No
1. ☐☐ I have provided two sets of site drainage plans that is stamped, signed and
dated by a California professional civil engineer, to be submitted with the
building submittal package.
2. ☐☐ I have calculated the total amount of soil being cut or filled on this project is less
than 50 cubic yards.
3. ☐☐
The site drainage plans include the following, but not limited to, location of all
existing and proposed structures, property lines, right-of-way lines, and
easements, including dimensions and setbacks; drainage slopes and flow
patterns, drainage systems such as swales, french drains, water collection and
disposal systems, etc.
4. ☐☐ I have designed drainage such that surface water flows away from buildings and
adjoining property lines, in accordance with all applicable codes.
5. ☐☐ I have designed grading such that it will not adversely affect the adjoining
properties.
6. ☐ ☐
I have designed the grade to fall not fewer than 6 inches within the first 10 feet
from the foundation walls. Where lot lines, walls, slopes or other physical
barriers prohibit 6 inches of fall within 10 feet, I have designed drains or swale to
ensure drainage away from the structure. I have designed any impervious
surfaces within 10 feet of the building foundation to be sloped not less than 2
percent away from the building.
7. ☐☐ I will provide a final certification letter stating that the grades were constructed
per the approved site drainage plan, and will submit this certification letter to the
building inspector prior to final inspection.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name: Signature:
Licensed Number: Date:
Phone Number: Email Address:
1213 S Flower St, Santa Ana, CA 92707
X
X
X
X
X
X
X
MICHAEL MALCOLM PHILLIPS
C68338
657-444-7194
9/27/2023
mike@phillipsconsulting.us
1314 S JOANE WAY, UNIT #2, SANTA ANA, CA 92704
_____________________________
1525 W CARLTON PL, UNIT 2, SANTA ANA, CA 92704
2/22/2024
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address:
Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing
Area:
Area to
be Added:
Total Resulting
Area:
Stories: Area Added in Past 2 Years
(excluding this project):
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
(PR400-402) Fire Sprinkler
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
fire sprinklers or a house that will have fire sprinklers added as part of this project?
(PR400-402) Fire Sprinkler
3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than
140-feet from the fire access roadway?
*(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
contractor to determine if a fire sprinkler modification is needed.
(PR400-402) Fire Sprinkler
7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
set by local ordinance?
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU’s).
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
defined by the State, or (D) near an area that could be affected by a wildfire in the open space.
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required.
______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes”
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
SFR
1525 W Carlton Pl & Unit# 2 -
101119148-491/9/2025
Project Address \ ,
Name (First, MI, Last)
Use of Building (check)
Certificate of Compliance
Payment of School Facility Fees
Santa Ana Unified School District
Tract/Parcel Number
\ \ \ \C\ \l+-\
Telephone
Nature of Work
Type of Project ( check)
Residenti~ Commercial O Senior Housing D Ne~ Addition D Alteration D
Description of Project
4943
NumberofSquareFeetof4fl'). Sq.Ft x $ (:::.... .'~
Residential Space __ ---=r::1~-~~--v i.:J:
(Dev. Fee)
Total $~a-~:>
Number of Square Feet of
Commercial Space _______ Sq.Ft x $ _____ _ Total$ ------
(Dev. Fee)
The above representations as to square footage are true. Applicant agrees that if it is later determined that such
representations are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be
notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to
Government Code Section 53080 must do so within 90 days from the payment of the fee.
Applicant Name (Please Print)
This certifies that the above-named Applicant has paid school facility fees in compliance with all existing and applicable
sections of the Government Code and Education Code.
DISTRIBUTION
While -City/County
Canary -Applicant
Pink -Facilities
chool m,m;~~~ ~P~::~v) l\ / lZ-/24
Date
1525 W Carlton Pl & Unit# 2 -
101119148-49
1/9/2025